A counterweight is provided for tensioning the wire of a catenary in a railway line, comprising a metal shell (1) made up of a frame (1a) and a surrounding body (1b) which is filled with a filler material (2), which integrates at least high-density concrete in combination with a metal material as an additional filler for increasing the density of the counterweight. The frame (1a) is embedded into the filler material (2) and in turn, is linked to the surrounding body (1b) by a welded joint.
|
1. Counterweight for tensioning a wire of a catenary in a railway line, which has an outer pull to be hooked to at least one end of the catenary wire, where:
the counterweight comprises a metal shell (1) made up of a frame (1a) and a surrounding body (1b), which is filled with a filler material (2) that integrates at least high density concrete combined with a metal material as an additional filler for increasing the density of the counterweight;
the frame (1a) being embedded into the filler material (2) while also being joined to the surrounding body (1b) via a welded join;
characterized in that the frame (1a) comprises at least a main bar (3), which runs along the entire length of the counterweight, in addition to a number of crosspieces (4), which cross the main bar (3); where the ends of the crosspieces (4) are joined by welding to the surrounding body (1b) and where the crosspieces (4) are joined by welding to the main bar (3).
2. Counterweight for tensioning the wire of the catenary in the railway line according to
characterized in that an upper end stretch (3a) of a main bar (3) of the frame (1a) protrudes out of the counterweight, the outer pull (5) constituting hooking means for hooking the counterweight, the hooking means being joined to said upper end stretch (3a) by welding.
3. Counterweight for tensioning the wire of the catenary in the railway line according to
characterized in that the counterweight comprises a through hole, through which a tension rod that limits rolling movement of the counterweight passes.
4. Counterweight for tensioning the wire of the catenary in the railway line according to
5. Counterweight for tensioning the wire of the catenary in the railway line according to
6. Counterweight for tensioning the wire of the catenary in the railway line according to previous
7. Counterweight for tensioning the wire of the catenary in the railway line according to
8. Counterweight for tensioning the wire of the catenary in the railway line according to
9. Counterweight for tensioning the wire of the catenary in the railway line according to
10. Counterweight for tensioning the wire of the catenary in the railway line according to
characterized in that the filler material (2) comprises high density concrete, mill scale, steelworks waste with a high iron content and a binding agent, in addition to additives bound to the concrete material.
11. Counterweight for tensioning the wire of the catenary in the railway line according to
12. Counterweight for tensioning the wire of the catenary in the railway line according to
13. Counterweight for tensioning the wire of the catenary in the railway line according to
14. Counterweight for tensioning the wire of the catenary in the railway line according to
characterized in that the counterweight comprises a hollow cylindrical structure constituting the surrounding body (1b), defined by a side wall and an upper base, with both the frame (1a) and the filler material (2) being housed within the surrounding body (1b).
|
|||||||||||||||||||||||||||
The present invention, as expressed in the title of the present specification, relates to a counterweight for tensioning the wire of a catenary: hanging and contact wire in a railway line, which aims to reduce manufacturing costs and increase the useful life thereof, such that the counterweight of the invention considerably reduces the amount of metal—mainly steel—used, thus preventing thefts such as those currently taking place with counterweights made of metal.
It is essentially designed to be installed in high speed railway lines.
The counterweights currently used for tensioning the wires of a catenary of a train were traditionally produced as an assembly of smelting pieces, mounted to a rod that tensions the wires forming the catenary.
The need to reduce costs, the rising price of iron and steel and the problem of the same being stolen in some countries make necessary a change in the traditional way of manufacturing these counterweights.
The option currently employed in order to face up to these limitations consists of using counterweights made from mixtures including concrete, which are well known in other sectors.
The main disadvantage of this consists in guaranteeing the durability required of these elements, given that they are exposed to the elements for long periods of time.
It must also be added that, although there don't seem to be any spatial restrictions, practical conditions do come into play as regards the size and shape of said counterweights, particularly of those designed for high speed railway lines, where the circulation of the train may come to exert considerable aerodynamic loads on the counterweights.
With the aim of achieving the objectives and preventing the limitations set out above, the invention proposes a counterweight for tensioning the wire of the catenary in a railway line, which in principle, has an external pull with to hook at least one end of the catenary wire.
It comprises a metal shell made up of a frame and a surrounding body, which is filled with a filler material integrating at least high density concrete combined with a metal material as additional filler, for increasing the density of the counterweight. The surrounding body is galvanized.
The shell is embedded into the filler material and in turn, is joined to the surrounding body by means of a welded join.
Said shell comprises at least a main bar that runs along the entire length of the counterweight and a number of crossbars, which cross the main bar, where the ends of the crossbars are joined by means of welding to the surrounding body and where the crossbars are also joined by means of welding to the main bar.
An upper end stretch of the main bar of the shell protrudes out of the counterweight, the external pull forming the means for hooking the counterweight assembly being joined to said upper end stretch by means of welding.
The counterweight includes a through hole through which a tension rod that limits the rolling movement of the counterweight goes through, where the through hole is integrated in an outer ring.
In one embodiment, it is an outer ring that forms part of a metal plate embedded into the filler material, which crosses the surrounding body.
In another embodiment, the outer ring is welded to the outer face of the surrounding body.
The metal plate is joined to both the surrounding body and the main bar of the frame by means of welding, where the main bar crosses the metal plate. Both the frame and the surrounding body are made of a steel metal material, as is the case of the metal plate.
The filler material comprises high density concrete, mill scale, steelwork waste with a high iron content and a binding agent such as cement, in addition to additives bound to the concrete material.
In one embodiment, the filler material includes a structural fibre in its formulation.
The counterweight comprises a hollow cylindrical structure, which constitutes the surrounding body, defined by a side wall and an upper base, from the centre of which the upper end stretch of the main bar of the frame housed inside the surrounding body protrudes outwards, the filler material also being housed inside the same.
In an alternative embodiment, the counterweight comprises the elements mentioned in the paragraph above, in addition to a lower base.
Below, in order to facilitate a better understanding of the present specification, a series of drawings have been attached, which provide a non-limiting illustration of the object of the invention, forming an intrinsic part of the same.
Taking the numbering adopted in the Figures into account, the counterweight for tensioning the wire of a catenary in a railway line comprises the following elements as included in the description:
The object of the invention is a counterweight for tensioning the wire of a catenary in a railway line, comprising a metal shell (1) made of steel, which is made up of a frame (1a) and a surrounding body (1b), which is filled with a filler material (2) made up of a high density concrete material combined with a metal material as an additional filler for increasing the density of the counterweight when required.
The metal shell (1) comprises the frame (1a) and the surrounding body (1b), inside which the concrete material and the metal material are housed, when the same is incorporated, the frame (1a) and the surrounding body (1b) being made of a steel material.
The frame (1a) is embedded into the filler material (2), whilst also being joined by means of welding to the surrounding body (1b). As such, the frame (1a) comprises at least a main bar (3), which runs along the entire length of the counterweight and a number of crosspieces (4) that cross the main bar (3), the ends of these crosspieces (4) being joined to the surrounding body (1b). The crosspieces are located in an upper portion and in a lower portion.
Moreover, an upper end stretch (3a) of the main bar (3) protrudes out of the counterweight, an outer pull (5) being joined to said upper end stretch (3a) by means of welding, by way of a hooking means for hooking the counterweight assembly to the catenary wire.
The outer pull (5) made of steel is welded to the main bar (3) of the frame (1a), the crosspieces (4) of which are welded to the surrounding body (1b) made of steel and also to the main bar (3).
Furthermore, the counterweight includes a metal plate (6) in a lower stretch of the same, which is also embedded into the filler material (2) and which is welded to both the main bar (3) of the frame (1a) and to the surrounding body (1b) in two opposing areas. The metal plate (6) protrudes outwards crossing through the wall of the surrounding body (1b), in such a way that the protruding part comprises an outer ring (7) with a through hole through which a tension rod that limits the rolling movement of the counterweight passes.
In an alternative embodiment to that one described in the previous paragraph, the metal plate is removed and the outer ring (7) is therefore welded directly to the outer face of the surrounding body (1b).
The surrounding steel body (1b) is galvanized in order to protect it from environmental conditions and corrosion (sunlight, rain, etc), and to increase the useful life of this part.
A plastic surrounding body is not deemed appropriate, since extreme environmental conditions would reduce the useful life of the plastic surrounding body considerably.
The filler material (2) is basically made of high density concrete, mill scale, steelworks waste with a high iron content and a binding agent such as cement, in addition to additives known about in the concrete industry.
In addition, in order to make the inner filler material (2) more durable and complete, in the event of the steel surrounding body (1b) not including a lower base as a lid, a structural fibre is added to the formulation thereof.
The additional ferrous material for increasing the density of the counterweight may be made up of different kinds of scrap metals or similar.
With the aim of avoiding the aerodynamic load exerted when the train passes, the counterweight is rounded in shape, thereby reducing the action of the same, in such a way that the surrounding body (1b) comprises a hollow cylindrical structure, defined by a side wall, a lower base and an upper base, at the centre of which the upper end stretch (3a) of the main bar (3) of the frame (1a) housed inside the surrounding body (1b) protrudes outwards, the filler material (2) also being housed in the same.
The counterweight will be produced as follows: the surrounding body (1b) with its internal elements welded, is covered at its upper end. It is arranged in an inverted position and filled with high density concrete and scrap metal (if necessary). This mixture is compacted and once said mixture has hardened, the lower base, if the same is required, is welded.
Lázaro Goicoechea, Javier Ignacio
| Patent | Priority | Assignee | Title |
| Patent | Priority | Assignee | Title |
| 3740782, | |||
| 4171176, | Sep 28 1976 | Taisei Corporation; Neturen Co. Ltd. | Flexible bar reinforced concrete pile and method of construction |
| 5558147, | Jun 08 1995 | AIRLIFT DOORS, INC | Door counterweight assembly |
| 8492649, | Dec 29 2008 | NHK SPRING CO , LTD | Tension balancer for overhead wire and tension balancer installation auxiliary device for overhead wire |
| 20080083298, | |||
| DE1925539, | |||
| EP745504, | |||
| EP2183673, | |||
| EP2377892, | |||
| EP2426078, |
| Executed on | Assignor | Assignee | Conveyance | Frame | Reel | Doc |
| Jun 11 2015 | SIC LAZARO, S.L. | (assignment on the face of the patent) | / | |||
| Jul 16 2015 | LAZARO GOICOECHEA, JAVIER IGNACIO | SIC LAZARO, S L | ASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS | 036243 | /0651 |
| Date | Maintenance Fee Events |
| Nov 23 2020 | REM: Maintenance Fee Reminder Mailed. |
| May 10 2021 | EXP: Patent Expired for Failure to Pay Maintenance Fees. |
| Date | Maintenance Schedule |
| Apr 04 2020 | 4 years fee payment window open |
| Oct 04 2020 | 6 months grace period start (w surcharge) |
| Apr 04 2021 | patent expiry (for year 4) |
| Apr 04 2023 | 2 years to revive unintentionally abandoned end. (for year 4) |
| Apr 04 2024 | 8 years fee payment window open |
| Oct 04 2024 | 6 months grace period start (w surcharge) |
| Apr 04 2025 | patent expiry (for year 8) |
| Apr 04 2027 | 2 years to revive unintentionally abandoned end. (for year 8) |
| Apr 04 2028 | 12 years fee payment window open |
| Oct 04 2028 | 6 months grace period start (w surcharge) |
| Apr 04 2029 | patent expiry (for year 12) |
| Apr 04 2031 | 2 years to revive unintentionally abandoned end. (for year 12) |